banglo ibs setingkat rm155k

CADANGAN MEMBINA 1 UNIT RUMAH BANGLO SATU (1) TINGKAT (IBS) 12-Nov-15

Excavation

A M2 110 3.00 330.00

B Pit for pad footing not exceeding 1.50m deep M3 8 15.00 120.00

C 50mm thick under pad footing M2 8 11.50 92.00

D Ditto under ground slab M2 110 11.50 1,265.00

E Pad footing M3 4 310.00 1,240.00

F Column stump M3 1 310.00 310.00

G 150mm Thick ground slab M2 110 46.50 5,115.00

H Pad footing Kg 400 3.20 1,280.00

J Column stump Kg 300 3.20 960.00

K Layer of B.R.C. Ref. No A8 and embedded in apron m2 69 16.00 1,104.00

Sawn formwork as described to:-

L Sides of pad footing M2 24 38.00 912.00

M Sides of column stump M2 15 38.00 570.00

N 150mm thick to sides of concrete slab M 50 4.75 237.50

13,535.50

Excavate oversite average 200mm deep commencing

from formation level, get out, part return, fill in and

ram, deposit and spread in making up levels where

directed within the site and remainder load and cart

away to Contractor's own dump

Description

Lean concrete grade 15 as described spread and

levelled :-

Excavate commencing from formation level, get

out, part return, fill in and ram, deposit and

spread in making up levels where directed within

the site and remainder load and cart away to

Contractor's own dump :-

Unit

ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH

Amount (RM)

Vibrated reinforced concrete Grade 30 as

described in :-

Rate (RM)

Mild steel & High tensile reinforcement bar to B.S.

4449 as described in :-

To Collection

QuantityItem

= RM16.00

= RM16.00 = RM16.00

C10/E1/1


Description Unit


Amount (RM)Rate (RM)QuantityItem

Damp Proof Membrane

A M2 110 3.00 330.00

B M2 0 30.00 0.00

Anti-Termite

C M2 110 5.00 550.00

880.00To Collection

Prepare and apply an approved waterproofing

compound as described to wet area in floor slab and

wall, all strictly in accordance with the manufacturer's

instructions

Single layer of 0.25mm thick (heavy-duty) polythene

sheet laid under floor bed on top of blinding screed

(measured separately) well lapped of joints and seal

with approved pressure-adhesive tapes (measured nett -

no allowance for laps)

An approved anti-termite treatment to be executed

strictly in accordance with the manufacturer's

instructions complete with five (5) years warranty

C10/E1/2


Description Unit


Amount (RM)Rate (RM)QuantityItem

ELEMENT NO. 1 - WORK BELOW LOWEST

Collection

Page C10/E1/1 13,535.50

Page C10/E1/2 880.00

14,415.50To Summary

= RM16.00

C10/E1/3


A M2 50 3.00 150.00

B Trench for perimeter drain not exceeding 1.50m deep. M3 8 15.00 120.00

C 50mm thick blinding screed and levelled under apron M2 50 11.50 575.00

D Ditto under ramp M2 0 11.50 0.00

E 150mm thick hardore under apron M2 50 11.25 562.50

F Ditto under ramp M2 0 11.25 0.00

G 100mm Thick apron M2 50 31.00 1,550.00

H 175mm Thick ramp M2 0 54.25 0.00

……………………………

J Kg 125 3.20 400.00

K Layer of B.R.C. Ref. No A8 and embedded in apron. M2 50 16.00 800.00

L Ditto, in ramp M2 0 18.00 0.00

4,157.50

ELEMENT NO.2 : APRON, PERIMETER DRAIN & RAMP

Lean concrete grade 15 as described spread and

levelled :-

Item Description

Excavate oversite average 200mm deep commencing

from formation level, get out, part return, fill in and

ram, deposit and spread in making up levels where

directed within the site and remainder load and cart

away to Contractor's own dump

Excavate commencing from formation level, get

out, part return, fill in and ram, deposit and

spread in making up levels where directed within

the site and remainder load and cart away to

Contractor's own dump :-

Rate (RM)Unit Quantity Amount (RM)

To Collection

Hardcore consisting of hard, dry broken bricks or

stones, spread and levelled, well consolidated,

watered and blinded with sand.


described in :

10mm Diameter high tensile rod reinforcement as

starter bar

Steel fabric reinforcement as described well lapped

at joints including notching around all obstructions

(measured nett - no allowance for laps) :-

C10/E2/4



Item Description Rate (RM)Unit Quantity Amount (RM)

Sawn formwork as described to:

A M 50 3.80 190.00

B To edges of ramp slab, ditto M 0 3.80 0.00

Damp Proof Membrane

C Single layer of 0.25mm thick (heavy-duty) polythene

sheet laid under floor bed on top of blinding screed

(measured separately) well lapped of joints and seal

with approved pressure-adhesive tapes (measured nett -

no allowance for laps)

M2 0 4.00 0.00

Perimeter Drain

D M 50 65.00 3,250.00

Precast Concrete Cover

E 600mm x 250mm wide precast concrete cover slab M 7 40.00 280.00

Mild Steel Grating

F Heavy duty mild steel grating overall size 800mm x

600mm consisting of 75mm x 50mm x 6mm thick

angle framing all around with 50mm x 6mm thick

mild steel flat bar in fill at 40mm centres all welded to

12mm x 50mm mild steel framing including priming

and hoisting to position

No 1 120.00 120.00

Anti-Termite

G M2 50 4.00 200.00

4,040.00

225mm (internal) Wide half-round precast concrete as

described surface water drain channel including

hoisting, jointing and pointing in cement and sand

(1:3) and laid to falls including all necessary

excavation, 100mm concrete (Grade 15 - 40mm

aggregate) as described base and half brickwall sides

with and including all necessary cement and sand

(1:3) plastering to wall complete, all as per drawing.

To edges of apron slab exceeding 200mm but not

exceeding 300mm high

To Collection

An approved anti-termite treatment to be executed

strictly in accordance with the manufacturer's

instructions complete with five (5) years warranty

= RM16.00 = RM16.00 = RM16.00

C10/E2/5



Item Description Rate (RM)Unit Quantity Amount (RM)

Collection

Page C10/E2/1 4,157.50

Page C10/E2/2 4,040.00

8,197.50To Summary

ELEMENT NO.2 : APRON AND PERIMETER

DRAIN

= RM16.00

C10/E2/6


A Column M3 5 310.00 1,550.00

Mild steel reinforcement bar to BS 4449 as

described :-

In column

B 10mm diameter as stirrups. Kg 225 3.20 720.00

C Column Kg 938 3.20 3,001.60


D Sides of column M2 56 38.00 2,128.00

7,399.60

ELEMENT NO.3 : FRAME

Rate (RM) Amount

(RM)

To Summary

High tensile reinforcement bar to B.S. 4449 as

described in :-


described in :-

Item Description Unit Quantity

= RM16.00 = RM16.00

C10/E3/1



described in :-

A 150mm thick ditto M2 8 46.50 372.00


B To soffit of suspended floor slab including strutting. M2 8 38.00 304.00


described in :-

C 10mm Diameter in suspended floor slab. Kg 132 3.20 422.40

………………………..

Waterproofing

D Prepare and apply an approved waterproofing

compound as described to wet area in upper floor slab

and wall, all strictly in accordance with the

manufacturer's instructions.

M2 11 65.00 715.00

E Allow for performing ponding test if required by the

S.O. over areas of waterproofed to ensure

watertightness and effectiveness of waterproofing

system used including providing water, pumps,

temporary walling, etc. and making good all defects

and leave the whole in perfect working order .

Item 100.00 100.00

1,913.40To Summary

Item Description Unit Amount (RM)

ELEMENT NO.4 : UPPER FLOOR

Rate (RM)Quantity

= RM16.00

= RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

C10/E4/2


Roof Covering

A M2 183 60.00 10,980.00

B M 0 15.00 -

C Ditto, 3-way apex tile No 0 25.00 -

D Ditto, end cap No 0 20.00 -

Roof Trusses

E M2 183 35.00 6,405.00

Roof Insulation Work

F M2 183 8.00 1,464.00

G M2 183 12.00 2,196.00

Wrot pressure treated timber Grade 'B' as

specified :

H 200mm x 25mm thick fascia board M 83 18.00 1,494.00

Prepare and apply one under coat and two

finishing coats of gloss enamel paint as described

on the followings woodworks :

J M 83 7.00 581.00

23,120.00

ELEMENT NO. 5 : ROOF

Item Quantity

Metal decking roof covering of approved brand as

selected by the S.O. with and including all accessories

on a layer of double sided sisalation sheet on chicken

wire mesh (both measured separately) and laid on

purlins to Engineer's detail

To Collection

An approved ridge/hip capping tiles to match roofing

tiles bedded in jointed in coloured cement and sand

(1:3) mortar as described including cutting and

splayed ends, mitres and intersection

50mm Rockwool insulation (60kg/m3) as described to

laid on rafter well lapped at joints (measured nett - no

allowance for laps)

'Ajiya' light weight roof trusses or approved equivalent

as selected by S.O. including strut, rods, purlins, bolt,

nut with washer, gusset plate, painting and all

accessories and fittings.

Layer of approved sisalation (non-tear) double-sided

aluminium foil sisalation fixed to top of steel purlins

with 150mm (minimum) lapped at joints, including

layer of chicken wire mesh all laid strictly in

accordance with manufacturer's instructions

(measured nett - no allowance for laps)

To surface of fascia board exceeding 200mm and not

exceeding 300mm high

Description Rate

(RM)

Amount

(RM)

Unit

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00

= RM16.00

C10/E5/3



Item QuantityDescription Rate

(RM)

Amount

(RM)

Unit

No. 22 gauge galvanised iron sheeting as described:-

A Flashing; 570mm girth, three times bend, one end

chased into concrete work or brickwall and other end

dressed over roofing including metal paint on all

exposed surfaces

M 23 38.00 874.00

B Valley gutter 900mm girth, 5 times bend, bolt and

fixed under roof tiles

M 0 25.00 -

Flat Roof


described in :-

C 100mm thick roof slab M2 0 25.00 0.00

D 450mm high 100 thick R.C wall for roof slab M 0 150.00 0.00


E To soffit of suspended roof slab including strutting. M2 0 30.00 0.00

F To side of flat roof M 0 3.00 0.00


described in :-

G 10mm Diameter in suspended floor slab. Kg 0 2.60 0.00

………………………..

Waterproofing

H Prepare and apply an approved waterproofing

compound as described to wet area in upper floor slab

and wall, all strictly in accordance with the

manufacturer's instructions.

M2 0 35.00 0.00

874.00 To Collection

= RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00

= RM16.00

C10/E5/4



Item QuantityDescription Rate

(RM)

Amount

(RM)

Unit

ELEMENT NO.5 : ROOF

Collection

Page C10/E5/1 23,120.00

Page C10/E5/2 874.00

23,994.00 To Summary

= RM16.00 = RM16.00

= RM16.00

C10/E5/5


Staircase


described in :-

A In Staircase M3 2 200.00 400.00

B 125mm Thick suspended landing slab. M2 1 25.00 25.00


described in :-

In staircase

C 12mm Diameter bar Kg 125 2.60 325.00

D 10mm Diameter bar Kg 37 2.60 96.20

Landing slab

E 12mm Diameter bar Kg 53 2.60 137.80

F 10mm Diameter bar Kg 22 2.60 57.20


G Sloping soffit of staircase M2 6 30.00 180.00

H Soffit of landing slab M2 1 30.00 30.00

J M 4 9.00 36.00

K M 15 6.00 90.00

L Edge of landing slab ditto M 1 6.00 6.00

1,383.20

ELEMENT NO.6 : STAIRCASE

Sides of raking open string of staircase 300mm

(extreme) width including cutting to profiles of tread

and riser.

Undercut riser exceeding 100mm but not exceeding

200mm high.

Rate (RM) Amount (RM)

To Collection


= RM16.00

C10/E6/6



Rate (RM) Amount (RM)Item Description Unit Quantity

Staircase Finishes

Cement and sand (1:6) with and approved

plasticiser as specified.

A 19mm Thick, to sloping soffit of staircase. M2 6 12.00 72.00

B 19mm Thick to soffit of landing slab. M2 1 12.00 12.00

C M 4 3.60 14.40

D M 1 3.60 3.60

Cement and sand (1:3) backing screed as specified

:-

E To receive tiles at riser, 250mm high. M 15 12.00 180.00

F To receive tiles at tread, 164mm width. M 13 2.00 26.00

G To receive tiles at landing slab. M2 3 3.00 9.00

H To receive nosing tiles. M 15 14.00 210.00

100mm x 100mm homogeneous tiles or approved

equivalent as described bedded and jointed in

cement and sand (1:3) mortar as described and

pointed in matching coloured cemnet and laid on

screeded bed (measured separately) to required

pattern.

J To landing slab. M2 3 40.00 120.00

K To undercut riser, 250mm high. M 15 8.00 120.00

L To tread, 164mm width. M 13 7.00 91.00

M Nosing tile 75mm wide x 200mm x 8mm thick. M 15 6.00 90.00

Prepare and apply one undercoat and two coat

emulsion paint as specified.

N On plastered sloping soffit of staircase M2 6 7.00 42.00

P On plastered soffit of landing slab. M2 1 7.00 7.00

Q M 4 7.00 28.00

R M 1 2.00 2.00

1,027.00

On plastered sides of raking open string of staircase

300mm (extreme) wide.

On plastered to edge of landing slab exceeding

100mm but not exceeding 200mm high

To Collection

19mm Thick to edge of landing slab exceeding

200mm but not exceeding 300mm high.

19mm Thick to sides of raking open string of staircase

300mm (extreme) wide.

C10/E6/7




Stainless Steel Handrail

A M 5 285.00 1,425.00

A M 5 380.00 1,900.00

3,325.00

Supply and fix 1000mm high stainless steel

handrailing, consist of balustrading, top rail,

intermediate rail, bottom rail and complete with

accessories and finishes, all accordance to S.O's

instruction and Architect's drawings.

To Collection

Supply and fix 1000mm high stainless steel

handrailing with glass, consist of balustrading, top

rail, intermediate rail, bottom rail and complete with

accessories and finishes, all accordance to S.O's

instruction and Architect's drawings.

C10/E6/8




Collection

Page C10/E6/1 1,383.20

Page C10/E6/2 1,027.00

Page C10/E6/3 3,325.00

5,735.20To Summary

= RM16.00 = RM16.00 = RM16.00

= RM16.00

C10/E6/9


BRICKWALL

Brickwork in Special Interlocking Clay Brick all

as per architect's drawings and the manufacturer's

detail

A

No. 9,600 1.80 17,280.00

SUNDRIES

Bituminous sheet damp proof course as specified

(measured nett - no allowance made for laps)

B 115mm wide to half brickwall M 42 2.50 105.00

RC Coping

C 100mm x 75mm Thick cast in-situ concrete or precast,

grade 25 as described concrete coping including

reinforcement and formwork setting in position,

jointed and pointed in cement mortar (1:3) all as per

detail drawing. M 133 38.00 5,054.00

22,439.00

ELEMENT NO.7 : EXTERNAL WALL & INTERNAL WALL


To Summary


115mm Thick brickwall, reinforced with and

including brick reinforcement at every fourth course.

= RM16.00

C10/E7/1


EXTERNAL DOOR

Lintol

A

M 6 30.00 180.00

Supply and fix the following timber door complete

with metal frames, painting, ironmongery and other

accessories for the proper installation of the works

all as per architect's drawings and the

manufacturer's detail :-

B Single leaves timber flush door overall size 900 mm x

2400 mm high with external waterproof as per

architect's drawing

No 1 380.00 380.00

Supply and fix the following solid timber door

complete with metal frames, painting, ironmongery

and other accessories for the proper installation of

the works all as per architect's drawings and the


C Double leaf solid decorative timber door overall size

1100mm x 2400mm high with external waterproof as

per architect's drawing No 1 1,350.00 1,350.00

D Single leaf solid decorative timber door overall size

900mm x 2400mm high with external waterproof as

per architect's drawing No 2 1,200.00 2,400.00

Supply and fix the following powder coated

aluminium sliding door complete with aluminium

frames, painting, ironmongery and other




E A set of aluminium sliding door overall size 1500mm x

2400mm high with 6mm thick clear glass panel (SD1)

No 0 2,000.00 0.00

F A set of aluminium sliding door overall size 3000mm x

2400mm high with 6mm thick clear glass panel (SD2)

No 0 4,000.00 0.00

4,310.00

Amount (RM)Rate (RM)

ELEMENT NO.8 : WINDOW AND EXTERNAL DOORS

125mm wide x 200mm high cast in-situ concrete or

precast, grade 25 as described lintol including

reinforcement and formwork setting in position, jointed

and pointed in cement mortar (1:3) all as per detail

drawing.

Item Description Unit

To Collection

Quantity

C10/E8/1





WINDOWS

Lintol

A

M 24 30.00 720.00

Supply, deliver and install the following in powder

coated aluminium frame window glass panel or

approved equivalent with 5mm thick light grey

tinted glass including all frames, transomes,

mullions, fittings, locks, fasteners, stays,

ironmongery and other accessories for the proper

installation of the works all as per architect's

drawings and manufacturer's detail:-

B Casement window of various sizes and panels complete

with light grey tinted glass M2 17 380.00 6,460.00

7,180.00





drawing.

To Collection

C10/E8/2





ELEMENT NO.8 : WINDOW AND EXTERNAL

DOORS

Collection

Page C10/E8/1 4,310.00

Page C10/E8/2 7,180.00

11,490.00To Summary

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00

C10/E8/3


Lintol

A

M 14 30.00 420.00

Supply and fix the following timber door complete

with metal frames, painting, ironmongery and other




B Single leaves timber flush door overall size 900 mm x

2400 mm high as per architect's drawing No 4 345.00 1,380.00

C Single leaves waterproofed timber flush door overall

size 750 mm x 2400 mm high as per architect's drawing

No 2 315.00 630.00

Supply and fix the following powder coated

aluminium folded door complete with aluminium

frames, painting, ironmongery and other




D A set of aluminium folded door overall size 750mm x

2100mm high with 6mm thick clear glass panel (FD1)

No 0 1,500.00 0.00

2,430.00


ELEMENT NO.9 : INTERNAL DOORS

To Summary

Description UnitItem





drawing.

Quantity

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

C10/E9/1



plasticiser as described

A 19mm thick Plainface to walls, column and the like. M2 80 23.00 1,840.00

Cement and sand (1:3) as described screed to

receive tiles

B 19mm Thick to receive ceramic wall tiles M2 49 19.00 931.00

Prepare and apply one coat alkali resisting primer

sealer and two coats of approved emulsion paint

C Plastered walls, column and the like M2 80 7.00 560.00

D To wall and column M2 49 70.00 3,430.00

6,761.00

ELEMENT NO.10 : INTERNAL WALL FINISHES


To Summary

200mm x 200mm glazed ceramic wall tiles or

approved equivalent ; bedded in cement and sand

(1: 3) screed (measured separately) ; jointing in neat

matching coloured cement ; in approved colour,

thickness and pattern


= RM16.00

= RM16.00

C10/E10/1


Cement and sand (1:3) backing screed as

specified:

A To received tiles M2 86 19.00 1,634.00

200mm x 200mm non-slip ceramic tiles or

approved equivalent as described bedded and

jointed in cement and sand (1:3) mortar as

described and pointed in matching coloured

cement and laid on screeded bed (measured

separately) to required pattern

B To floor M2 86 60.00 5,160.00

-------------------------------

Timber strip floor finish or approved equivalent as

described lay and jointed with approved material



C To Floor M2 0 75.00 -

6,794.00

ELEMENT NO.11 : INTERNAL FLOOR FINISHES

Quantity

To Summary

Amount (RM)Rate (RM)DescriptionItem Unit

= RM16.00

= RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

C10/E11/1


CEILING FINISHES


plasticiser as specified :

A 19mm thick to plainface soffit of concrete slab and

beam.

M2 0 28.00 0.00

Suspended Gypsum Board

B M2 110 45.00 4,950.00

C To soffit of plastered concrete slab and beam. M2 0 7.00 0.00

D To soffit of gypsum board ceiling. M2 110 7.00 770.00

5,720.00

ELEMENT NO.12 INTERNAL CEILING FINISHES

To Summary

Quantity

Prepare and apply one coat approved alkali

resisting primer sealer and two coats emulsion paint

as specified.

Item

1200mm x 600mm Suspended gypsum board with

cornice or approved equivalent and fixed to ceiling joist

and spacer including all accessories as per Architect's

Drawing and manufacturer's detail.

UnitDescription Amount (RM)Rate (RM)

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00

C10/E12/1


WALL FINISHES

Prepare and apply one coat alkali resisting primer

sealer and two coats of approved weathersheild

paint

A Plastered walls, column and the like. M2 80 8.00 640.00

B Ditto, to copings and the like. M 53 3.00 159.00

FLOOR FINISHES

Cement and sand (1:3) finished with steel trowel as

described :-

C To received tiles M2 24 19.00 456.00

300mm x 300mm homogeneous tiles or approved



pointed in matching coloured cement and laid on


pattern

D To floor M2 18 80.00 1,440.00

200mm x 200mm non-slip ceramic tiles or approved



pointed in matching coloured cement and laid on


pattern

E To floor M2 6 60.00 360.00

Cement and sand (1:3) as described paving

trowelled hard and smooth to

F 25mm thick cement render to apron and floor M2 50 20.00 1,000.00

G 50mm thick concrete in print texture M2 0 30.00 -

H 50mm thick grove line for ramp texture M2 0 30.00 -

CEILING FINISHES


plasticiser as specified :

J 19mm thick to plainface soffit of concrete slab M2 6 15.00 90.00

Asbestos Free Ceiling

K 1200mm x 600mm asbestos free ceiling sheets or

approved equivalent and fixed to ceiling joist and

spacer including all accessories as per Architect's

Drawing and manufacturer's detail.

M2 108 40.00 4,320.00

L To soffit of concrete slab M2 6 8.00 48.00

M To soffit of asbestos ceiling. M2 108 8.00 864.00

N To concrete in print texture M2 0 12.00 -

9,377.00

ELEMENT NO. 13 : EXTERNAL FINISHES

To Summary

Rate (RM)Item Amount (RM)Description Unit Quantity

Prepare and apply one coat approved alkali

resisting primer sealer and two coats weathershield

paint as specified.

= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00

C10/E13/1


Concrete Top

A

No 0 650.00 0.00

B

No 1 3,000.00 3,000.00

C Construct concrete top overall size 850mm x 350mm

wide x 250mm high concrete (1:2:4-20mm Aggregate)

ditto, casting 1 no wash hand basin (measured

separately) ditto No 2 650.00 1,300.00

Mild Steel Plinth

D Mild steel plinth for water tank (measured separately)

including waterproofed plywood and anti corrosion

painting and all related works as per Engineer's

drawing

Item 1,200.00 1,200.00

5,500.00


ELEMENT NO. 14 : BUILDER'S WORK IN CONNECTION

To Summary


Construct L-shape concrete top, overall size 900mm x

600mm wide x 800mm high concrete (1:2:4-20mm

Aggregate) including formwork, layer of mesh fabric

reinforcement well lapped at joint including support

beam and casting 1 no. sink (measured separately) and

finish with 200mm x 200mm ceramic tiles, 10mm PVC

tile trim edging strip, corner edging piece all as per

detail drawing

Construct L-shape concrete top, overall size 4200mm x

600mm wide x 800mm high concrete (1:2:4-20mm

Aggregate) including formwork, layer of mesh fabric

reinforcement well lapped at joint including support

beam and finish with 200mm x 200mm ceramic tiles,

10mm PVC tile trim edging strip, corner edging piece

all as per detail drawing

= RM16.00

C10/E14/2


Pedestal water closet

A

No. 2 600.00 1,200.00

Wash hand basin

B

No. 2 420.00 840.00

Toilet Roll

C

No. 2 50.00 100.00

Soap Holder

D

No. 2 35.00 70.00

Hand Spray Bidet

E

No. 2 25.00 50.00

Water Tab

F No. 10 15.00 150.00

Floor Trap

G

No. 4 30.00 120.00

2,530.00

ELEMENT NO.15 : SANITARY FITTING

Description Unit Quantity

Approved equivalent Low level Pedestal water closet

comprising of water closet tank and water cisten 'P' or

'S' trap and white plastic hinged seat cover and jointed

up and plugging and screwing water closet tank to tile

concrete floor including working or making good floor

and wall tiling around.

Item

150mm x 150mm stainless steel cover to floor trap

with 100mm diameter openable stainless steel grating

including connecting to pipes and setting in concrete

floor and making good tiling works.


Supply and fix the following sanitary fittings and

accessories, including jointing and connecting to

services and soil and waste pipes and making good

all work disturbed

Approved equivalent jointless cultured marble

countertop wash hand basin bowl complete with

bright chrome plated pillar tap, 32mm dia. Plastic

bottle trap and fixed counter with an approved bracket

to all around.

Approved equivalent vitreous china semi recessed

toilet roll holder, plugged and screwed to tiled

brickwall including working or making good wall

tiling around.

Approved equivalent vitreous china soap holder.

Approved equivalent hand spray controlled complete

with 1200mm flexible hose with hook handle

including jointing to galvanised mild steel tubing

Approved equivalent water tab complete with all

jointing

To Collection

= RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00

= RM16.00 = RM16.00 = RM16.00 = RM16.00


C10/E15/3



Description Unit QuantityItem Rate (RM) Amount (RM)

Mirror

A

No. 2 70.00 140.00

Shower

B

No. 2 35.00 70.00

Sink

C

No. 1 450.00 450.00

Testing

D On completion of the Sanitary Installation, test and

commision all fittings for water tightness and make

good all defects, re-test and leave whole in perfect

working order to the satisfaction of the S.O. and

Authorities Item 500.00

1,160.00To Collection

Supply and fix the following sanitary fittings and

accessories, including jointing and connecting to

services and soil and waste pipes and making good

all work disturbed (Cont'd)

An approved equivalent jointless aluminium sink

double bowl double drainer complete with bright

chrome plated pillar tap, 32mm diameter plastic bottle

trap and fixed counter with an approved bracket to all

around.

600mm x 450mm x 6mm Thick mirror with and

including 6mm Thick water proofed plywood backing

fix to 37.70 mm x 19mm aluminium frame edging all

around and plugged and screwed mirror with

chromium plated dome headed screws to tile wall.

Approved equivalent shower rose with arm and wall

flange and fixing to wall and making good all

connection.


= RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00 = RM16.00

C10/E15/4



Description Unit QuantityItem Rate (RM) Amount (RM)

ELEMENT NO.16 : SANITARY FITTINGS

Collection

Page C10/E16/1 2,530.00

Page C10/E16/2 1,160.00

3,690.00 To Summary

C10/E15/5


Low Cabinet

A To supply and install low cabinet overall size 4500mm

x 600mm x 780mm high, all as per Architectural's

drawing.

No 0 1,200.00 0.00

B Ditto, overall size 7850mm x 600mm x 780mm high,

all as per Architectural's drawing.

No 0 2,500.00 0.00

Wardrobe

C To supply and install wardrobe overall size 1800mm x

600mm x 2100mm high, all as per Architectural's

drawing.

No 0 900.00 0.00

D Ditto, overall size 2400mm x 600mm x 2100mm high,


No 0 1,200.00 0.00

E Ditto, overall size 2700mm x 600mm x 2100mm high,


No 0 1,400.00 0.00

SHOE'S RACK

F To supply and install shoe's rack overall size 2200mm x

450mm x 2100mm high, all as per Architectural's

drawing.

No 0 600.00 0.00

0.00

ELEMENT NO. 16 : BUILT-IN FURNITURE

To Summary

Item Description Unit Quantity Rate (RM) Amount (RM)

= RM16.00

C10/E16/6


Item Description Unit Qty. Rate (RM) Amount (RM)

All Provisional Quantites

A UPVC Waste, Soil and Vent Pipe to BS4515, BS5255

& BS4660 including all joints, bends, tees, branches,

expansion joints, fittings, approved type bats holders,

etc as shown in the drawings:-

a) 150mm dia. UPVC soil underground sewer line M 22 25.00 550.00

a) 100mm dia. UPVC soil underground and stack M 34 20.00 680.00

b) 75mm dia. UPVC waste underground and vent M 15 18.00 270.00

c) 50mm dia. UPVC Pipe M 10 15.00 150.00

B UPVC floor gully trap, 110 x 20 extension grating

collar, 82 x 50 concentric reducer to be connected to

50mm dia. UPVC 'P' trap, 100mm square frame

including setting on and surrounding with concrete

(Grade 30) as described.

Nos. 4 150.00 600.00

C Gully Trap at Ground Floor of deep sealed coated cast

iron type with outlet dimeter to suit c/w all necessary

extension piece and cast iron hinged grating gully to be

bendded and surrounded with plain concrete (Grade

30), 100mm dia. waste pipe with gasket of tar.

Nos. 1 200.00 200.00

D No 6 500.00 3,000.00

5,450.00To Summary

600mm x 600mm x 900mm (average) deep house

manhole constructed of 115mm thick clay bricks

jointed and pointed in cement and sand (1:3) mortar as

described with and including excavations, formworks,

grade 25 concrete bedding, layer of BRC A8, 50mm

grade 15 concrete blinding and all necessary

rendering, plastering etc. all as per details.

ELEMENT NO.17 : INTERNAL SANITARY SERVICES

C10/E17/7



All Provisional Quantites

A SIRIM approved type (MS 1225:1991) HDPE Water

Storage tank c/w inlet/outlet opening, level indicator,

float valve, manhole, air vent, drain/overflow piping c/w

elevated structure support and all necessary accessories:

i) 900 Litres (200 gals) Nos. 2 400.00 800.00

B ABS (Acrylonitrile Butadiene Styrene) PN15 to MS 1419:

Part 1: 1997, MS 1058: Part 2: 2002, AS3518: Part 1:

1988 c/w fittings, bends, supports, brackets, tees, valves

and all necessary accessories from water tank distribute

to toilet:

i) 15mm dia. ABS PN15 Pipe (internal distribution) Meter 13 35.00 455.00

ii) 20mm dia. ABS PN15 Pipe (internal distribution) Meter 22 40.00 880.00

iii) 25mm dia. ABS PN15 Pipe (internal distribution) Meter 18 55.00 990.00

iv) 25mm dia. Gate Valve Nos. 5 45.00 225.00

C 20mm dia. water meter for Banglo unit. Lot 1 50.00 50.00

D 20mm dia. lockable valve for water meter. No. 1 50.00 50.00

E 20mm dia. Gate Valve for water meter No. 1 50.00 50.00

F 25mm dia. Stainless Steel 304 (Sch 40) stand pipe for

water meter c/w all necessary fittings.

Meter 3 150.00 450.00

G 25mm dia. ABS PN15 Underground Pipe tapping from

external recticulation mains water meter and from water

meter to water tank at celing roof c/w all necessary

fittings.

Meter 20 45.00 900.00

H 25mm dia. 90 deg. Elbow Nos. 12 50.00 600.00

J 25mm dia. Tee Nos. 3 80.00 240.00

5,690.00To Summary

ELEMENT NO.18 : INTERNAL COLD WATER SERVICES

C10/E18/8



All Provisional Quantities

Turfing

A Trim, level and grade horizontal or sloping surface of

ground to receive turfing (measured separately) and

remove all surplus excavated materials off site to

Contractor's own dumping area M2 0 4.00 0.00

B Spot turfing including 50mm Thick bed of black earth as

specified, on flat ground. M2 0 5.00 0.00

Fencing and Gates

C 1500mm High overall fencing including all necessary

column, excavation, formwork and disposal of surplus

excavated material complete. M 0 380.00 0.00

Mild Steel Gates

D Decorative fencing to main entrance as specified in

Architect Drawings. Item 0.00 0.00

0.00To Summary

Special Interlocking Clay Brick all as per architect's

drawings and the manufacturer's detail

ELEMENT NO.19 : EXTERNAL WORKS

C10/E19/9


SUMMARY

ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH Page C10/E1/3 14,415.50

ELEMENT NO. 2 - APRON AND PERIMETER DRAIN Page C10/E2/3 8,197.50

ELEMENT NO. 3 - FRAME Page C10/E3/1 7,399.60

ELEMENT NO. 4 - UPPER FLOOR Page C10/E4/1 1,913.40

ELEMENT NO. 5 - ROOF Page C10/E5/3 23,994.00

ELEMENT NO. 6 - STAIRCASE Page C10/E6/4 5,735.20

ELEMENT NO. 7 - EXTERNAL WALL & INTERNAL WALL Page C10/E7/1 22,439.00

ELEMENT NO. 8 - WINDOW AND EXTERNAL DOOR Page C10/E8/3 11,490.00

ELEMENT NO. 9 - INTERNAL DOOR Page C10/E9/1 2,430.00

ELEMENT NO. 10 - INTERNAL WALL FINISHES Page C10/E10/1 6,761.00

ELEMENT NO. 11 - INTERNAL FLOOR FINISHES Page C10/E11/1 6,794.00

ELEMENT NO. 12 - INTERNAL CEILING FINISHES Page C10/E12/1 5,720.00

ELEMENT NO. 13 - EXTERNAL FINISHES Page C10/E13/3 9,377.00

ELEMENT NO. 14 - BUILDER'S WORK IN CONNECTION Page C10/E14/1 5,500.00

ELEMENT NO. 15 - SANITARY FITTINGS Page C10/E15/3 3,690.00

ELEMENT NO. 16 - BUILT-IN FURNITURE Page C10/E16/1 -

ELEMENT NO. 17 - INTERNAL SANITARY SERVICES Page C10/E17/1 5,450.00

ELEMENT NO. 18 - INTERNAL COLD WATER SERVICES Page C10/E18/1 5,690.00

ELEMENT NO. 19 - EXTERNAL WORKS Page C10/E19/1 -

ELEMENT NO. 20 - ELECTRICAL WORKS (ALLOWANCE) - 8,500.00

155,496.20

SUMMARY

Total to Summary Of Building Works

Amount (RM)Item Description

= RM16.00 = RM16.00 = RM16.00 = RM16.00

C10/Summ

banglo ibs setingkat rm155k

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